CN115450077B - Continuous sleeper-changing operation train and operation method - Google Patents

Continuous sleeper-changing operation train and operation method

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Publication number
CN115450077B
CN115450077B CN202211130117.2A CN202211130117A CN115450077B CN 115450077 B CN115450077 B CN 115450077B CN 202211130117 A CN202211130117 A CN 202211130117A CN 115450077 B CN115450077 B CN 115450077B
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CN
China
Prior art keywords
sleeper
ballast
vehicle
old
track
Prior art date
Legal status (The legal status is an assumption and is not a legal conclusion. Google has not performed a legal analysis and makes no representation as to the accuracy of the status listed.)
Active
Application number
CN202211130117.2A
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Chinese (zh)
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CN115450077A (en
Inventor
罗建利
陶小虎
陈钦云
唐明明
吴玉祥
张忠健
黄琼雅
Current Assignee (The listed assignees may be inaccurate. Google has not performed a legal analysis and makes no representation or warranty as to the accuracy of the list.)
China State Railway Group Co Ltd
CRCC High Tech Equipment Corp Ltd
China Railway Kunming Group Co Ltd
Original Assignee
China State Railway Group Co Ltd
CRCC High Tech Equipment Corp Ltd
China Railway Kunming Group Co Ltd
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Application filed by China State Railway Group Co Ltd, CRCC High Tech Equipment Corp Ltd, China Railway Kunming Group Co Ltd filed Critical China State Railway Group Co Ltd
Priority to CN202211130117.2A priority Critical patent/CN115450077B/en
Publication of CN115450077A publication Critical patent/CN115450077A/en
Application granted granted Critical
Publication of CN115450077B publication Critical patent/CN115450077B/en
Active legal-status Critical Current
Anticipated expiration legal-status Critical

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Classifications

    • EFIXED CONSTRUCTIONS
    • E01CONSTRUCTION OF ROADS, RAILWAYS, OR BRIDGES
    • E01BPERMANENT WAY; PERMANENT-WAY TOOLS; MACHINES FOR MAKING RAILWAYS OF ALL KINDS
    • E01B29/00Laying, rebuilding, or taking-up tracks; Tools or machines therefor
    • E01B29/06Transporting, laying, removing or renewing sleepers

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  • Engineering & Computer Science (AREA)
  • Architecture (AREA)
  • Civil Engineering (AREA)
  • Structural Engineering (AREA)
  • Machines For Laying And Maintaining Railways (AREA)

Abstract

The embodiment of the application provides a continuous sleeper changing operation train and an operation method, wherein the operation train comprises a ballast processing vehicle and a sleeper changing operation vehicle, the ballast processing vehicle is provided with a ballast processing device, the ballast processing device is used for excavating and transporting ballasts on two sides of a track, transferring the ballasts between sleepers to two sides of the track, backfilling the ballasts to the inner side of the track after the sleeper changing operation vehicle finishes sleeper changing, the sleeper changing operation vehicle is used for recycling old sleepers and laying new sleepers, the sleeper changing operation vehicle is provided with a track lifting device used for lifting a steel rail away from a sleeper surface and is higher than a track spike, and the continuous sleeper changing operation train and the operation method provided by the application do not need to cut tracks, complete multi-sleeper changing at one time, realize integrated continuous operation and have high construction efficiency.

Description

Continuous sleeper-changing operation train and operation method
Technical Field
The application relates to the field of railway engineering operation, in particular to a continuous sleeper-changing operation train and an operation method.
Background
Railway sleeper replacement is one of the main works in railway line mechanized maintenance. With the continuous development of engineering technology, the pillow replacement work is changed from traditional full-manual work to small-sized machinery and large-sized road maintenance machinery, so that the pillow replacement time is shortened, the labor intensity of constructors is reduced, the personnel configuration is reduced, and the management is convenient.
At present, two methods for replacing sleeper by using small-sized machinery mainly comprise the steps of laterally moving out the sleeper from a line by adopting the small-sized machinery to be matched with track lifting equipment and laterally drawing out the sleeper for replacement, and constructing by adopting a highway and railway dual-purpose excavator to be matched with a sleeper clamp. Both schemes need to transport new sleepers to two sides of a rail of a sleeper to be replaced in advance, old sleepers placed at two sides of the rail need to be transported away after replacement is completed, on one hand, larger space at two sides of the rail needs to be occupied, on the other hand, multiple transportation procedures are needed, and after the sleeper is replaced, a large amount of manual fasteners need to be installed, so that the steps are complex and the efficiency is low. In addition, the railway sleeper replacement in the prior art generally does not process the sleeper bed, the construction quality is low, and therefore, the step of processing the sleeper bed is needed to be carried out later, so that the working procedures are more, the continuity is poor, the duration of the whole sleeper replacement process is longer, and the normal operation of the railway is greatly influenced.
The sleeper is replaced by adopting a large road maintenance machine in a mode of overhauling a train, the sleeper is replaced by the overhauling train, the track is cut off, the sleeper is replaced and the track is replaced at the same time, and the construction efficiency is low. Because the track needs to be cut off during construction, the track needs to be welded to restore the line to a seamless line after the construction is completed, and the construction steps and maintenance cost are increased.
The present application has been made in view of this.
Disclosure of Invention
In order to solve one of the technical defects, the embodiment of the application provides a continuous sleeper-changing operation train and an operation method.
According to a first aspect of the embodiment of the application, a continuous sleeper-changing operation train is provided, which comprises a ballast processing vehicle and a sleeper-changing operation vehicle which are connected;
The ballast treatment vehicle is provided with a ballast treatment device, and the ballast treatment device is used for excavating and transporting side slope ballasts, filling the side slope ballasts with ballast between the ballast treatment devices, and backfilling the side slope ballasts to the inner side of the track after the ballast replacement operation vehicle finishes the ballast replacement;
The sleeper replacement operation vehicle is used for recovering old sleepers and laying new sleepers, and is provided with a rail lifting device for lifting the steel rail away from the sleeper surface and higher than the spikes;
according to a second aspect of the embodiment of the present application, there is provided a continuous pillow changing operation method, including the following specific steps:
The ballast treatment device in the ballast treatment vehicle excavates the ballasts on two sides of the track, transmits the ballasts to the ballast conveying platform, and transfers the ballasts between the sleepers to two sides of the track;
a rail lifting device in the sleeper replacement operation vehicle lifts the steel rail away from the sleeper surface and is higher than the spike;
The sleeper replacement operation vehicle rotates to collect old sleeper and transmits the old sleeper to the sleeper transport vehicle;
the sleeper changing operation vehicle rotates and places the new sleeper at the target placing position;
The railway ballast processing device backfills railway ballasts to the inner side of the track.
The continuous sleeper replacement operation train and the operation method provided by the embodiment of the application have the following beneficial effects:
According to the technical scheme provided by the embodiment of the application, the replacement of multiple sleepers can be completed at one time under the condition of not sawing the track, the integrated continuous operation of disassembling the fastener, replacing the sleeper, installing the fastener, transporting the sleeper and the like under one skylight point is realized, the replacement of multiple sleepers can be completed by a single operation beat, a large amount of construction time is saved, and the construction efficiency is high.
Drawings
The accompanying drawings, which are included to provide a further understanding of the application and are incorporated in and constitute a part of this specification, illustrate embodiments of the application and together with the description serve to explain the application and do not constitute a limitation on the application. In the drawings:
FIG. 1 is an overall schematic diagram of a continuous sleeper replacement work train of the present application;
FIG. 2 is a schematic diagram of a tie truck in a continuous tie change operation train of the present application;
FIG. 3 is a schematic view of a ballast handling vehicle in a continuous sleeper replacement operation train of the present application;
FIG. 4 is a schematic view of a sleeper exchange vehicle in the continuous sleeper exchange work train of the present application;
FIG. 5 is a schematic illustration of a power train in a continuous sleeper replacement work train of the present application;
FIG. 6 is a schematic diagram of a track lifting device in a continuous sleeper-changing operation train according to an embodiment of the present application;
Fig. 7 is a schematic diagram of a sleeper gathering device in a train for continuous sleeper replacement operation according to an embodiment of the present application.
Wherein:
A, sleeper transport vehicles, B, ballast treatment vehicles, C, sleeper replacement operation vehicles and D, power vehicles;
1. The sleeper conveying device comprises a new sleeper, a flat car, a3, a gantry crane, a 4, an old sleeper, a 5, a new sleeper conveying platform, a 6, an old sleeper conveying platform, a 7, an old sleeper rotating device, a 8, a first measuring device, a 9, a new sleeper rotating device, a 10, an inter-sleeper ballast processing device, a 11, a side slope excavating device, a 12, a fastener disassembling device, a 13, a railway ballast conveying platform, a 14, a fastener collecting device, a 15, a second measuring device, a 16, a track lifting device, a 17, a sleeper gathering device 18, a transferring platform, a 19, an old sleeper first picking device, a 20, an old sleeper first picking device, a 21, a new sleeper first distributing device, a 22, a new sleeper second distributing device, a 23, a power system, a 24, a track pulling device, a 25, a fastener installing device, a 26, a side slope shaping device and a 27, and a third measuring device.
Detailed Description
In order to make the technical solutions and advantages of the embodiments of the present application more apparent, the following detailed description of exemplary embodiments of the present application is provided in conjunction with the accompanying drawings, and it is apparent that the described embodiments are only some embodiments of the present application and not exhaustive of all embodiments. It should be noted that, without conflict, the embodiments of the present application and features of the embodiments may be combined with each other.
Fig. 1 is an overall schematic diagram of a continuous sleeper-changing operation train of the application, fig. 2 is a schematic diagram of a sleeper carrier vehicle in the continuous sleeper-changing operation train of the application, fig. 3 is a schematic diagram of a ballast handling vehicle in the continuous sleeper-changing operation train of the application, fig. 4 is a schematic diagram of a sleeper-changing operation vehicle in the continuous sleeper-changing operation train of the application, fig. 5 is a schematic diagram of a power vehicle in the continuous sleeper-changing operation train of the application, fig. 6 is a schematic diagram of a rail lifting device in the continuous sleeper-changing operation train of the embodiment of the application, and fig. 7 is a schematic diagram of a sleeper-gathering device in the continuous sleeper-changing operation train of the embodiment of the application. As shown in fig. 1 to 7, the present embodiment provides a continuous sleeper replacement operation train and an operation method for removing old sleepers and installing new sleepers in a railway.
The continuous sleeper changing operation train is used for continuously changing sleeper of a railway, the extending direction along the track is set to be longitudinal, the extending direction perpendicular to the track is set to be transverse, the traveling direction of the train is set to be the front, the railway ballast handling vehicle B and the sleeper changing operation vehicle C are connected, the railway ballast handling vehicle B is provided with a railway ballast handling device, the railway ballast handling device is used for excavating railway ballasts on two sides, transferring railway ballasts between sleepers to two sides of the track, backfilling the railway ballasts to the inner side of the track after the sleeper changing operation vehicle finishes sleeper changing, and the sleeper changing operation vehicle C is used for recycling old sleepers and laying new sleepers.
The ballast processing device comprises a side slope excavating device 11 and an inter-sleeper ballast processing device 10, wherein the inter-sleeper ballast processing device 10 is connected below a ballast processing vehicle B and is used for scraping ballasts among sleepers to two sides of a track, and the side slope excavating device 11 is used for excavating the ballasts on the two sides of the track, conveying the ballasts to a ballast conveying platform 13 and conveying the ballasts to a backfilling position through the ballast conveying platform 13.
As an embodiment of the application, the ballast processing device further comprises a ballast conveying platform 13, wherein the ballast conveying platform 13 is arranged above the ballast processing vehicle B, one end of the ballast conveying platform 13 is connected with the slope excavating device 11, the ballast excavated and conveyed by the slope excavating device 11 is received, and the other end of the ballast conveying platform extends to a ballast backfilling position of the sleeper changing operation vehicle C.
In the implementation, the slope excavating device 11 is symmetrically arranged at two sides of the railway ballast treatment vehicle B and is respectively arranged at two sides of the operation train relative to the axis of the advancing direction, the slope excavating device 11 is provided with a rotating point, and the switching of a working position and a high-speed running position is completed through angle adjustment. The side slope excavating device 11 for excavating railway side railway ballast can be constructed by various devices, such as a bucket, and the railway ballast can be excavated by adopting the existing devices in the field, the excavated railway ballast can be conveyed to the end part of the railway ballast conveying platform 13 by a screw conveyer, and as a specific embodiment, the railway ballast conveying platform 13 is a conveying belt.
As one embodiment of the application, the railway ballast on both sides of the track is excavated by the slope excavating device 11 and transported to the railway ballast conveying platform 13 at the upper end, and then the railway ballast conveying platform 13 is backfilled to the inner side of the track. The tail end of the ballast conveying platform 13 can be provided with a ballast storage device for controlling the backfilling speed of the ballast.
In practice, the ballast processing device 10 transfers ballast on the inner side of the ballast track between sleepers to the outer side of the track so as to fill up the side slope ballast. The ballast treatment apparatus 10 performs stepping operation when the whole vehicle continuously moves forward, that is, the ballast is stationary during transferring, and the ballast is transferred and then moved to the next working position, so that the ballast treatment apparatus 10 is movably connected with the vehicle frame. In the concrete implementation, various structures can realize the shifting of railway ballasts among the sleepers to two sides of the track, for example, a movable frame is connected with a ballast shifting plate, the ballast shifting plate is driven by a hydraulic cylinder to shift railway ballasts among the sleepers to two sides of the track along the frame guide, a small-sized bucket is connected through a multi-joint mechanical arm, the railway ballasts among the sleepers are excavated by the small-sized bucket under the driving of power, the railway ballasts among the sleepers are shifted to two sides of the track through the multi-joint mechanical arm, and the railway ballasts among the sleepers are directly excavated to the outer side of the track through a cutter plate excavating device.
As one embodiment of the application, the continuous sleeper replacement operation train further comprises a sleeper transport vehicle A and a power vehicle D, wherein the sleeper transport vehicle A is used for storing and transporting new sleepers and old sleepers, and the power vehicle D is used for providing power for the operation train.
In implementation, the new sleeper 1 is directly transported to the site through the sleeper transport vehicle A, the old sleeper 4 is driven away from the site through the sleeper transport vehicle, so that the time for arranging the new sleeper 1 on two sides of a track in advance and the time for picking up and transporting the old sleeper 4 are saved, the replacement of the sleeper under the condition of not sawing the track can be realized, the integrated continuous operation of disassembling the fastener, replacing the sleeper, installing the fastener and transporting the sleeper under one skylight point is realized, and a large amount of construction time is saved.
As one embodiment of the application, the sleeper transport vehicle a, the railway ballast processing vehicle B, the sleeper changing operation vehicle C and the power vehicle D are sequentially arranged and connected backwards along the travelling direction.
As shown in fig. 2, as one embodiment of the application, the sleeper carrier vehicle A comprises a plurality of flat vehicles 2 and a gantry crane 3, wherein the flat vehicles 2 are sequentially connected back and forth and are used for bearing new sleepers 1 and old sleepers 4, sliding tracks are arranged on the flat vehicles 2, a rail passing device is arranged between the flat vehicles 2 and is used for connecting sliding tracks on two adjacent flat vehicles 2, the gantry crane 3 walks along the sliding tracks and the rail passing device between the flat vehicles 2, the movable range is large, a sleeper clamping device is arranged on the gantry crane 3, the sleeper device can move up and down to clamp the sleepers, and the storage and the transportation of the new sleepers 1 and the old sleepers 4 are realized through the sleeper carrier vehicle A.
In practice, the rail sleeper clamping mode can be realized in the prior art, the clamping device can also be in various modes, such as a clamp and a manipulator, as an implementation mode, the gantry crane 3 can be further provided with a vertical driving device, the vertical driving device controls the rail sleeper clamping device to move up and down to clamp the rail sleeper, and the vertical driving device can be a driving oil cylinder or a driving motor, or can be other structures capable of driving the rail sleeper clamping device to move up and down. In order to prevent the gantry crane 3 from being washed out in an out-of-control way, the forefront end of the sleeper transport vehicle A is provided with a buffer stop.
As an embodiment, the sliding track on each flat car 2 and the track passing device between the flat cars 2 enable the gantry crane 3 to walk between the flat cars 2, and the gantry crane 3 is provided with a power system, so that the gantry crane 3 can move and walk on a large scale on the flat cars 2.
Through the embodiment of the application, the new sleeper 1 is directly transported to the site through the sleeper transport vehicle A, and the old sleeper 4 is driven off the site through the sleeper transport vehicle A, so that the time for arranging the new sleeper 1 on two sides of the track in advance and the time for picking up and transporting the old sleeper 4 are saved.
The sleeper conveying platform is arranged above the working train in parallel and extends along the travelling direction, is arranged among the sleeper changing working vehicle C, the railway ballast processing vehicle B and the sleeper conveying vehicle A and is used for conveying detached old sleepers 4 to the sleeper conveying vehicle A and conveying new sleepers 1 conveyed by the sleeper conveying vehicle A to the target placement position of the new sleepers 1.
As shown in fig. 2-3, as one embodiment, the tie conveyor platforms include an old tie conveyor platform 6, an old tie swivel arrangement 7, a new tie conveyor platform 5, and a new tie swivel arrangement 9. The old sleeper conveying platforms 6 are sequentially connected and arranged in a plurality, extend from the sleeper changing operation vehicle C to the sleeper conveying vehicle A to convey the old sleeper 4 forwards along the travelling direction, an old sleeper rotating device 7 is arranged between the old sleeper conveying platforms 6 and is positioned above the ballast processing device and used for conveying the old sleeper 4 on the old sleeper conveying platforms after rotating by 90 degrees, the length direction of the old sleeper 4 before rotating is perpendicular to the travelling direction, the length direction of the old sleeper 4 after rotating is parallel to the travelling direction, the new sleeper conveying platforms 5 are sequentially connected and arranged in a plurality and extend from the sleeper changing operation vehicle to the sleeper conveying vehicle A, a new sleeper rotating device 9 is arranged between the new sleeper conveying platforms 5 and is positioned on the ballast processing device, the new sleeper rotating device 9 is used for conveying the new sleeper 1 backwards along the travelling direction, the length direction of the new sleeper 1 before rotating is perpendicular to the travelling direction, and the length direction of the new sleeper 1 after rotating is parallel to the travelling direction. The transport of new sleeper 1 and old sleeper 4 can also be replaced by sleeper transport vehicles with sleeper transfer devices.
As a specific embodiment, the new pillow conveying platform 5 and the old pillow conveying platform 6 can be conveyed by a conveying belt or a chain wheel.
In practice, the old pillow rotating device 7 and the new pillow rotating device 9 for realizing the rotating function can have various structures and forms, for example, a clamp or a manipulator for clamping the sleeper is arranged on one rotating base, a conveying belt and a conveying motor can be arranged on the rotating base, the conveying belt is driven by the conveying motor to realize the conveying of the sleeper, and the rotating base is driven by a driving mechanism to rotate so as to realize the change of the direction.
The sleeper collecting device 17 is used for collecting a plurality of old sleepers 4 into an old sleeper group, and the sleeper collecting device 17 is used for collecting the plurality of old sleepers 4 into the old sleeper group, so that the old sleeper picking device can pick up the sleepers conveniently, the working time is saved, and the working efficiency is improved.
The old pillow picking device is arranged at the bottom of the pillow changing operation vehicle C and comprises a first old pillow picking device 19 and a second old pillow picking device 20, wherein the first old pillow picking device 19 is used for clamping the well-gathered old pillow group of the sleeper gathering device 17, rotating the old pillow group by 90 degrees and then placing the old pillow group on the transferring platform 18, and then the second old pillow picking device 20 transfers the old pillow group on the transferring platform 18 to the old pillow conveying platform 6. The old sleeper conveying platform 6 is then conveyed to the sleeper conveying vehicle A, the sleeper direction on the conveying platform 18 is longitudinal, and the sleeper direction at the front end of the old sleeper conveying platform 6 is transverse for facilitating clamping of the gantry crane 3, so that the old sleeper conveying platform 6 is provided with the old sleeper rotating device 7.
It should be noted that in the embodiment of the present invention, the old pillow picking device is divided into two devices to increase the working efficiency, and the old pillow picking can be implemented by one device.
As a concrete embodiment of the application, a sleeper gathering device 17 of the sleeper changing operation vehicle C is positioned in front of a first old sleeper pickup device 19 to gather a plurality of old sleepers 4 into an old sleeper group, the sleeper gathering device 17 can adopt a structure shown in fig. 7 and comprises a fixed rod 1703, a sleeper deflector 1701 and a sleeper poking cylinder 1702, the fixed rod 1703, the sleeper deflector 1701 and the sleeper poking cylinder 1702 form a triangular structure, the fixed rod 1703 is rotationally connected with the sleeper deflector 1701, a base of the sleeper poking cylinder 1702 is rotationally connected with the fixed rod 1703, a piston rod of the sleeper poking cylinder 1702 is rotationally connected with the end part of the sleeper deflector 1701, the sleeper poking cylinder 1702 is contracted to lift the sleeper deflector 1701, the sleeper poking cylinder 1702 extends to drop the sleeper deflector 1701, the sleeper gathering device 17 is movably connected with a frame of the sleeper changing operation vehicle C, and the sleeper gathering device 17 can longitudinally move along the sleeper changing operation vehicle C to achieve gathering of the detached old sleepers 4.
It should be noted that the sleeper closing device 1 may also be implemented by using a sleeper closing structure with a higher degree of automation.
In the embodiment of the application, an old sleeper pickup device is connected with a frame of a sleeper changing operation vehicle C, the bottom of the sleeper changing operation vehicle C can move relative to the sleeper changing operation vehicle C and is used for clamping and rotating a gathered old sleeper group, and in the implementation, after a track is lifted by a track lifting device 16, the old sleeper group is taken out by a first old sleeper pickup device 19 and is rotated by 90 degrees and then placed on a transfer platform 18, and an old sleeper group on the transfer platform 18 is rotated by a second old sleeper pickup device 20 and then transferred to an old sleeper conveying platform 6 and is transferred to a sleeper conveying vehicle A by the old sleeper conveying platform 6;
As an embodiment of the application, a new pillow laying device is also arranged on the pillow changing operation vehicle C. In practice, the new sleeper placing device is adjacent to the end part of the new sleeper conveying platform 5 and is used for clamping the new sleeper 1 conveyed by the new sleeper conveying platform 5 and placing the new sleeper 1 at a target placing position after rotating by 90 degrees, the new sleeper group at the end part of the new sleeper conveying platform 5 is clamped and placed on a track bed by the new sleeper first placing device 21, and the new sleeper group is rotated by 90 degrees by the new sleeper second placing device 22 to adjust the inter-sleeper distance and place the new sleeper group at a proper position. Specifically, in order to enable the sleeper to smoothly fall into the inside of the track, the sleeper at the tail end of the new sleeper conveying platform 5 is longitudinal, and the sleeper at the front end of the new sleeper conveying platform 5 is transverse, so that a new sleeper rotating device 9 is arranged on the new sleeper conveying platform 5.
It should be noted that in the embodiment of the present invention, the new pillow placement device is divided into two devices, so as to accelerate the working efficiency, and the new pillow placement can also be implemented by one device.
And after the adjustment of the transverse and longitudinal positions of the new sleeper is completed, backfilling the ballast among the sleepers. The railway ballast is directly backfilled to the inner side of the track through the railway ballast conveying platform 13.
As an embodiment of the application, the ballast processing vehicle B is further provided with a fastener disassembling and collecting device, the fastener disassembling and collecting device is used for disassembling, collecting and storing the fasteners on the old sleeper, the fastener disassembling and collecting device on the ballast processing vehicle B comprises a fastener disassembling device 12 and a fastener collecting device 14, the fastener disassembling device 12 is connected below the ballast processing vehicle B, a plurality of sleeper fasteners can be disassembled at one time and then placed on two sides of a track, the fastener disassembling device 12 can be movably connected to a frame of the ballast processing vehicle B, and the fastener disassembling device 12 can be realized by various structures, for example, not only an internal combustion wrench or an electric wrench can be adopted, but also the fastener on the sleeper can be disassembled by adopting the fastener disassembling device disclosed by the prior art. The fastener collecting apparatus 14 is provided with a magnetic apparatus for collecting the detached fasteners and a storage apparatus for storing the detached fasteners, that is, the fastener removing apparatus 12 places the detached fasteners on both sides of the rail and then the magnetic apparatus collects the detached fasteners and stores them in the storage apparatus.
It should be noted that, the fastener removing device 12 and the fastener collecting device 14 may be fully automated to remove fasteners and collect fasteners, or may be manually or by a small machine.
As an embodiment of the application, the ballast treatment vehicle B may include a ballast treatment vehicle and a fastener treatment vehicle, the ballast treatment device being disposed on the ballast treatment vehicle, and the fastener removal and collection device being disposed on the fastener treatment vehicle. The ballast processing device and the fastener disassembly and collection device can be reasonably arranged on the ballast processing vehicle B according to the operation.
It is worth to say that the application realizes the replacement of multiple pillows at one time through the embodiment, and the construction efficiency is high.
As an embodiment of the application, a first measuring device 8 and a lifting mechanism are also arranged below the railway ballast processing vehicle B, the lifting mechanism is used for controlling the lifting of the measuring device, and the first measuring device 8 is used for measuring the parameters of the railway. The lifting mechanism may use a cylinder or an oil cylinder to control the lifting of the first measuring device 8.
In practice, the first measuring device 8 can be used for contact measurement, for example, a measuring wheel is arranged on a lifting frame, a lifting mechanism is used for controlling the lifting of the lifting frame, specifically, the first measuring device 8 slowly falls down after being unlocked until the measuring wheel is in contact with a track, the measuring wheel measures the track parameters so as to be convenient for restoring the original state of the track, and after the operation is completed, the first measuring device 8 is lifted upwards to be away from the track surface and locked so as to be convenient for running at a high speed after the operation. But also by means of sensors.
As an embodiment of the application, a track shifting device 24 is also arranged below the sleeper replacement operation vehicle C, and after the railway ballast is backfilled, the track is copied by shifting the measured parameters of the steel rail back into the track bearing groove through the track shifting device 24.
As shown in fig. 4 to 7, as an embodiment of the present application, the sleeper-changing operation vehicle C is provided with a rail lifting device 16, and specifically, the sleeper-changing operation vehicle C is provided with a plurality of rail lifting devices 16, which are symmetrically distributed in a rail lifting area. The track lifting device 16 lifts the height of the sleeper-changing section track so that the bottom surface of the track is higher than the spikes, facilitating the removal and recovery of the old sleeper and the deployment of the new sleeper.
In practice, various structures of the track lifting device 16 can be realized, as shown in fig. 6, the working principle of the track lifting device 16 of the present application is described in a simple structural form, the track lifting device 16 includes a lifting rod 1601, the lifting mode of the lifting rod 1601 adopts an electric or oil cylinder driving mode, the upper end of the lifting rod is connected to the sleeper-changing operation vehicle C, a plurality of clamping jaws or sucking discs 1602 are arranged at the lower end of the lifting rod to clamp or suck the track, and the lifting rod 1601 drives the lifting rod to lift the track. The mounting of the track lifting device 16 allows for the replacement of the sleeper without sawing the track.
The bottom of the power vehicle D is provided with a fastener installation device 25 and a slope shaping device 26 in sequence along the travelling direction of the operation train, the fastener installation device 25 is used for completing the installation and fastening work of the fastener after the track falls to the sleeper, and the slope shaping device 26 is used for shaping railway ballast of the track. The fastener installation device 25 may be implemented by using a device for installing fasteners with high automation degree, or by using a manual small adding machine.
In the implementation, the power vehicle D is also provided with a power area and a power system 23, and the power area and the power system 23 are used for providing power for shaping and installing fasteners and the whole vehicle.
As an embodiment of the application, the second measuring device 15 is installed at the front and rear ends of the lower part of the power vehicle D, the second measuring device 15 at the front end of the power vehicle D measures the track parameters after the track is pulled, and the third measuring device 27 at the rear end of the power vehicle D measures the track parameters after the operation is completed.
The following describes the operation method of the continuous sleeper-changing operation train described in the above embodiment with reference to a specific operation procedure, including the following steps:
The method comprises the steps that firstly, a railway ballast processing device in a railway ballast processing vehicle B excavates railway ballasts on two sides of a track and transmits the railway ballasts to a railway ballast conveying platform, and railway ballasts among sleepers are transferred to two sides of the track;
step two, a rail lifting device 16 in the sleeper changing operation vehicle C lifts the steel rail away from the sleeper surface and is higher than the spike;
step three, the sleeper changing operation vehicle C rotates to collect the old sleeper 4 and transmits the old sleeper 4 to the sleeper transport vehicle;
Step four, the sleeper replacement operation vehicle rotationally places the new sleeper 1 at a target placing position;
And fifthly, backfilling the railway ballast to the inner side of the track by the railway ballast treatment device.
As a specific embodiment of the application, before the step one, namely before the ballast handling apparatus in the ballast handling vehicle digs and collects the ballasts on both sides of the old sleeper, the step is also provided that the first measuring apparatus 8 below the ballast handling vehicle is unlocked, the lifting mechanism lowers the first measuring apparatus 8 into contact with the track surface, the first measuring apparatus 8 measures and records the track parameters, and after the step is completed, the lifting apparatus 16 lifts the first measuring apparatus 8 upwards away from the track surface, and the first measuring apparatus 8 is locked.
As a specific embodiment of the application, step one, a ballast processing device in a ballast processing vehicle B excavates ballasts on both sides of a track and transmits the ballasts to a ballast conveying platform, and the ballasts between sleepers are transferred to both sides of the track, and the method specifically comprises the following steps:
(1) The side slope excavating device 11 transmits railway ballasts on two sides of the old sleeper 4 to the railway ballast conveying platform 13;
(2) The ballast raking device 10 rakes the ballast between the old sleepers 4 to both sides of the track.
In the implementation, the ballast adopts a slope excavating device 11 to excavate the slope and an inter-sleeper ballast raking device 10 to perform inter-sleeper ballast raking treatment, and sleeper ballast is not treated;
As a specific embodiment of the present application, before the second step, that is, before the rail lifting device 16 in the sleeper replacement vehicle C lifts the rail off the sleeper surface above the spike, the following steps are further provided:
(1) The fastener removing means 12 removes fasteners of the plurality of old sleepers 4;
(2) The fastener collecting apparatus 14 collects the detached fasteners by using a magnetic means and stores them in a storage device.
As a specific embodiment of the present application, step three, the sleeper replacement operation vehicle C collects old sleepers 4 and transmits them to the sleeper transport vehicle a, specifically includes the following steps:
(1) The sleeper gathering device 17 gathers the old sleepers 4 to form an old sleeper group, and in practice, the old sleepers 4 may be gathered to form a group, for example, three sleepers or four sleepers may be gathered to form a group.
(3) The old pillow first picking device 19 clamps the old pillow group and rotates the old pillow group by 90 degrees and then places the old pillow group on the transfer platform 18;
(4) The old pillow second picking device 20 clamps the old pillow group from the transferring platform 18 and then places the old pillow group on the upper old pillow conveying platform 6;
(5) The old sleeper conveying platform 6 transfers the old sleeper groups to the sleeper conveying vehicle a.
As a specific embodiment of the present application, step four, the sleeper changing operation vehicle C places a new sleeper at a new sleeper target placement position, specifically including the steps of:
(1) The new sleeper first distributing device 21 clamps a new sleeper group conveyed by the new sleeper conveying platform 5 and is arranged on the track bed;
(2) The new sleeper second laying device 22 rotates the new sleeper group by 90 degrees to adjust the sleeper spacing and then places the new sleeper group at the target position.
The method comprises the step five of backfilling the railway ballast to the inner side of the track by the railway ballast processing device, and particularly conveying the railway ballast to the inner side of the track by a railway ballast conveying belt 13 of the railway ballast processing device.
As an embodiment of the application, in order to complete the installation of the fastener and the shaping of the railway ballast at two sides of the track, the operation method of the continuous sleeper-changing operation train further comprises the following steps:
step six, installing a fastener after the track falls to the sleeper by the fastener installation device 25 at the bottom of the power vehicle D;
And step seven, the side slope shaping device 26 at the bottom of the power vehicle D shapes the railway side slope ballasts.
The continuous sleeper replacement operation train and the operation method provided by the embodiment of the application can realize the replacement of multiple sleepers at one time under the condition of not sawing the track, realize the integrated continuous operation of the disassembly of the fastener, the replacement of the sleeper, the installation of the fastener and the transportation of the sleeper under one skylight point, and greatly reduce the subsequent construction cost and the construction time because the continuous sleeper replacement operation train and the operation method can not cut the track any more for sleeper replacement.
In the description of the present application, it should be understood that the terms "center", "longitudinal", "lateral", "length", "width", "thickness", "upper", "lower", "front", "rear", "left", "right", "vertical", "horizontal", "top", "bottom", "inner", "outer", etc. indicate orientations or positional relationships based on the drawings are merely for convenience in describing the present application and simplifying the description, and do not indicate or imply that the device or element in question must have a specific orientation, be configured and operated in a specific orientation, and thus should not be construed as limiting the present application.
Furthermore, the terms "first," "second," and the like, are used for descriptive purposes only and are not to be construed as indicating or implying a relative importance or implicitly indicating the number of technical features indicated. Thus, a feature defining "a first" or "a second" may explicitly or implicitly include one or more such feature. In the description of the present application, the meaning of "plurality" means at least two, for example, two, three, etc., unless specifically defined otherwise.
In the present application, unless explicitly specified and limited otherwise, the terms "mounted," "connected," "secured," and the like are to be construed broadly, and may be, for example, fixedly connected, detachably connected, or integrally formed, mechanically connected, electrically connected, or in communication with each other, directly connected, indirectly connected via an intervening medium, or in communication between two elements or in an interactive relationship between the two elements. The specific meaning of the above terms in the present application can be understood by those of ordinary skill in the art according to the specific circumstances.
While preferred embodiments of the present application have been described, additional variations and modifications in those embodiments may occur to those skilled in the art once they learn of the basic inventive concepts. It is therefore intended that the following claims be interpreted as including the preferred embodiments and all such alterations and modifications as fall within the scope of the application.
It will be apparent to those skilled in the art that various modifications and variations can be made to the present application without departing from the spirit or scope of the application. Thus, it is intended that the present application also include such modifications and alterations insofar as they come within the scope of the appended claims or the equivalents thereof.

Claims (13)

1.一种连续换枕作业列车,包括相连接的道砟处理车及换枕作业车,其特征在于,1. A continuous sleeper changing operation train, comprising a ballast handling vehicle and a sleeper changing operation vehicle connected to each other, characterized in that: 道砟处理车,设置有道砟处理装置;所述道砟处理装置用于挖掘并运输轨道两侧道砟,将轨枕间道砟转移至轨道两侧,并在换枕作业车完成换枕后将道砟回填至轨道内侧;The ballast handling vehicle is equipped with a ballast handling device; the ballast handling device is used to excavate and transport ballast on both sides of the track, transfer the ballast between the sleepers to both sides of the track, and backfill the ballast to the inner side of the track after the sleeper replacement vehicle completes the sleeper replacement; 换枕作业车,用于回收旧轨枕和布放新轨枕;所述换枕作业车设置有提轨装置,所述提轨装置用于将钢轨抬离枕面高于道钉;The sleeper replacement vehicle is used to recycle old sleepers and lay new sleepers. The sleeper replacement vehicle is provided with a rail lifting device, which is used to lift the rail off the sleeper surface and above the spikes. 轨枕运输车,用于存放及运输新轨枕和旧轨枕;Sleeper transporter, used to store and transport new and old sleepers; 动力车,用于为作业列车提供动力;Power car, used to provide power for the operating train; 所述道砟处理装置装置包括:The ballast processing device comprises: 枕间道砟处理装置,连接于道砟处理车的下方,用于将轨枕间的道砟转移至轨道的两侧;The inter-sleeper ballast handling device is connected to the bottom of the ballast handling vehicle and is used to transfer the ballast between the sleepers to both sides of the track; 边坡挖掘装置,用于挖掘轨道两侧的道砟,将道砟传送至道砟输送平台上;Slope excavation device, used to excavate the ballast on both sides of the track and transfer the ballast to the ballast conveying platform; 道砟输送平台,所述道砟输送平台安装于道砟处理车的上方,一端与边坡挖掘装置相连接,另一端延伸至道砟回填处;A ballast conveying platform is installed above the ballast handling vehicle, one end of which is connected to the slope excavation device and the other end extends to the ballast backfill; 道砟处理车还设置有扣件拆卸收集装置,用于将旧轨枕上的扣件拆除、收集及存储;所述扣件拆卸收集装置包括:The ballast handling vehicle is also provided with a fastener disassembly and collection device for removing, collecting and storing fasteners on old sleepers; the fastener disassembly and collection device comprises: 扣件拆卸装置,连接于道砟处理车的下方,用于拆卸多个旧轨枕的扣件;A fastener removal device, connected to the bottom of the ballast handling vehicle, is used to remove fasteners from multiple old sleepers; 扣件收集装置,用于收集并存储扣件拆卸装置拆卸的扣件;a fastener collecting device for collecting and storing fasteners removed by the fastener removing device; 所述道砟处理车下方还安装有测量装置与提升机构;提升机构,用于控制所述测量装置的升降;测量装置,用于测量轨道参数;A measuring device and a lifting mechanism are also installed under the ballast processing vehicle; the lifting mechanism is used to control the lifting and lowering of the measuring device; the measuring device is used to measure track parameters; 所述动力车的底部安装有测量装置、扣件安装装置、边坡整形装置;The bottom of the power car is equipped with a measuring device, a fastener installation device, and a slope shaping device; 测量装置用于测量轨道参数;The measuring device is used to measure track parameters; 扣件安装装置用于在轨道下落至轨枕后安装扣件;The fastener installation device is used to install the fastener after the rail is lowered to the sleeper; 边坡整形装置用于对轨道边坡道砟进行整形;The slope shaping device is used to shape the track side slope ballast; 所述换枕作业车包括轨枕并拢装置、旧枕拾取装置;The sleeper replacement vehicle includes a sleeper closing device and an old sleeper picking device; 轨枕并拢装置,设置于旧枕拾取装置的前方,将多根旧轨枕并拢为旧枕组;The sleeper assembling device is arranged in front of the old sleeper picking device to assemble multiple old sleepers into an old sleeper group; 旧枕拾取装置用于夹持轨枕并拢装置并拢好的旧轨枕组并将旧轨枕组旋转后放置于轨枕输送平台。The old sleeper picking device is used to clamp the old sleeper group that has been put together by the sleeper putting device and rotate the old sleeper group and place it on the sleeper conveying platform. 2.如权利要求1所述的连续换枕作业列车,其特征在于,所述换枕作业车包括新枕布放装置以及拨轨装置;2. The continuous sleeper replacement train according to claim 1, wherein the sleeper replacement vehicle comprises a new sleeper placement device and a track shifting device; 新枕布放装置用于夹取新轨枕组并将新轨枕组旋转后按照轨枕间距置于新轨枕目标放置位置;The new sleeper placement device is used to clamp the new sleeper group and rotate the new sleeper group and place it at the target placement position of the new sleeper according to the sleeper spacing; 拨轨装置,设置于新枕布放装置的后方,用于将轨道按原状拨回承轨槽。The rail shifting device is installed behind the new sleeper placing device and is used to shift the rail back to the rail bearing groove in its original state. 3.如权利要求1所述的连续换枕作业列车,其特征在于,所述轨枕运输车包括:多辆平板车及龙门行车;3. The continuous sleeper replacement train according to claim 1, wherein the sleeper transport vehicle comprises: a plurality of flatbed vehicles and a gantry crane; 多辆平板车前后依次连挂,用于承载新轨枕、旧轨枕;各平板车上设有滑行轨道,各平板车之间设有过轨装置,过轨装置用于连接相邻两辆平板车上的滑行轨道;Multiple flatbed cars are connected in series to carry new and old sleepers. Each flatbed car is equipped with a sliding track, and a rail crossing device is provided between each flatbed car to connect the sliding tracks on two adjacent flatbed cars. 龙门行车可在各辆平板车之间沿滑行轨道和过轨装置行走;所述龙门行车上设置有可上下移动的轨枕夹取装置。The gantry crane can travel along the sliding track and the rail crossing device between the flatbed cars; the gantry crane is provided with a rail sleeper clamping device which can move up and down. 4.如权利要求1所述的连续换枕作业列车,其特征在于,还包括:轨枕输送平台,设置于换枕作业车、道砟处理车、轨枕运输车之间,用于将拆卸的旧轨枕输送至轨枕运输车上,将轨枕运输车上的新轨枕输送至新枕布放装置前方。4. The continuous sleeper replacement operation train as described in claim 1 is characterized in that it also includes: a sleeper conveying platform, which is arranged between the sleeper replacement operation vehicle, the ballast processing vehicle, and the sleeper transport vehicle, and is used to convey the dismantled old sleepers to the sleeper transport vehicle, and convey the new sleepers on the sleeper transport vehicle to the front of the new sleeper placing device. 5.根据权利要求4所述的连续换枕作业列车,其特征在于,所述轨枕输送平台包括:5. The continuous sleeper replacement train according to claim 4, wherein the sleeper conveying platform comprises: 旧枕输送平台,从换枕作业车延伸至轨枕运输车;The old sleeper conveying platform extends from the sleeper replacement vehicle to the sleeper transport vehicle; 旧枕旋转装置,用于将旧枕输送平台上的旧轨枕转动90°后进行运输;Old sleeper rotating device, used to rotate the old sleepers on the old sleeper conveying platform 90 degrees for transportation; 新枕输送平台,从换枕作业车延伸至轨枕运输车;New sleeper conveying platform, extending from the sleeper changing vehicle to the sleeper transport vehicle; 新枕旋转装置,用于将新枕输送平台上的新轨枕转动90°后进行运输。The new sleeper rotating device is used to rotate the new sleepers on the new sleeper conveying platform 90° for transportation. 6.一种连续换枕作业方法,其特征在于,应用如权利要求1-5任一所述的连续换枕作业列车,包括如下具体步骤:6. A continuous sleeper changing method, characterized by using the continuous sleeper changing train according to any one of claims 1 to 5, comprising the following specific steps: 道砟处理车中的道砟处理装置挖掘轨道两侧的道砟并将道砟传送至道砟输送平台上,轨枕间的道砟转移至轨道的两侧;The ballast handling device in the ballast handling vehicle excavates the ballast on both sides of the track and transfers the ballast to the ballast transfer platform. The ballast between the sleepers is transferred to both sides of the track. 换枕作业车中的提轨装置将钢轨提离枕面高于道钉;The rail lifting device in the sleeper changing vehicle lifts the rail off the sleeper surface and above the spikes; 换枕作业车旋转收集旧轨枕并传递给轨枕运输车;The sleeper replacement vehicle rotates to collect the old sleepers and transfers them to the sleeper transport vehicle; 换枕作业车将新轨枕旋转放置于目标放置位置;The sleeper replacement vehicle rotates and places the new sleeper at the target placement position; 道砟处理装置将道砟回填至轨道内侧。The ballast handling device backfills the ballast to the inside of the track. 7.如权利要求6所述的连续换枕作业方法,其特征在于,还包括:7. The continuous pillow changing method according to claim 6, further comprising: 动力车底部的测量装置记录拨轨后的轨道参数及作业完成后的轨道参数;The measuring device on the bottom of the power car records the track parameters after the track is removed and the track parameters after the operation is completed; 动力车底部的扣件安装装置在轨道下落至轨枕后安装扣件;The fastener installation device at the bottom of the power car installs the fasteners after the track is lowered to the sleepers; 动力车底部的边坡整形装置将轨道边坡道砟整形处理。The slope shaping device at the bottom of the power car shapes the track side slope ballast. 8.如权利要求6所述的连续换枕作业方法,其特征在于,在道砟处理车中的道砟处理装置挖掘并收集旧轨枕两侧的道砟之前,还包括:8. The continuous sleeper replacement method according to claim 6, characterized in that before the ballast processing device in the ballast processing vehicle excavates and collects the ballast on both sides of the old sleeper, it also includes: 道砟处理车下方的测量装置解锁,提升机构将所述测量装置放下至与轨面接触,测量装置测量并记录轨道参数;完成后,提升机构将所述测量装置向上提起离开轨道面,测量装置锁定。The measuring device under the ballast handling vehicle is unlocked, and the lifting mechanism lowers the measuring device until it contacts the rail surface. The measuring device measures and records the track parameters. After completion, the lifting mechanism lifts the measuring device upward and away from the rail surface, and the measuring device is locked. 9.如权利要求6所述的连续换枕作业方法,其特征在于,道砟处理车中的道砟处理装置用于将轨枕间的道砟扒向轨道的两侧,以及挖掘轨道两侧的道砟并将道砟传送至道砟输送平台上,包括:9. The continuous sleeper replacement method according to claim 6, wherein the ballast handling device in the ballast handling vehicle is used to pull the ballast between the sleepers to both sides of the track, and to excavate the ballast on both sides of the track and transfer the ballast to the ballast conveying platform, comprising: 枕间道砟处理装置将旧轨枕间的道砟转移至轨道的两侧;The inter-sleeper ballast treatment device transfers the ballast between the old sleepers to both sides of the track; 边坡挖掘装置将旧轨枕两侧的道砟传送至道砟输送平台上。The slope excavation device transfers the ballast on both sides of the old sleeper to the ballast conveying platform. 10.如权利要求6所述的连续换枕作业方法,其特征在于,道砟处理车中的扣件拆卸收集装置拆除并收集旧轨枕上的扣件,包括:10. The continuous sleeper replacement method according to claim 6, wherein the fastener removal and collection device in the ballast handling vehicle removes and collects the fasteners on the old sleepers, comprising: 扣件拆卸装置拆卸多个旧轨枕的扣件;A fastener removal device removes fasteners from a plurality of old sleepers; 扣件收集装置将扣件拆卸装置拆卸的扣件收集储存起来。The fastener collecting device collects and stores the fasteners removed by the fastener removing device. 11.如权利要求6所述的连续换枕作业方法,其特征在于,换枕作业车旋转收集旧轨枕并传递给轨枕运输车,包括:11. The continuous sleeper replacement method according to claim 6, wherein the sleeper replacement vehicle rotates to collect old sleepers and transfers them to the sleeper transport vehicle, comprising: 轨枕并拢装置将多根旧轨枕并拢成形成旧枕组;The sleeper closing device closes a plurality of old sleepers together to form an old sleeper group; 旧枕拾取装置夹持旧枕组并将旧枕组旋转后放置于旧枕输送平台上。The old pillow picking device clamps the old pillow group and places the old pillow group on the old pillow conveying platform after rotating it. 12.如权利要求6所述的连续换枕作业方法,其特征在于,换枕作业车将新轨枕旋转放置于目标放置位置,包括:12. The continuous sleeper replacement method according to claim 6, wherein the sleeper replacement vehicle rotates and places the new sleeper at the target placement position, comprising: 新枕布放装置夹取轨轨枕输送平台的新轨枕组并将新轨枕组旋转后按照轨枕间距置于新轨枕目标放置位置。The new sleeper placing device clamps the new sleeper group on the sleeper conveying platform and rotates the new sleeper group and places it at the target placement position of the new sleeper according to the sleeper spacing. 13.如权利要求6所述的连续换枕作业方法,其特征在于,道砟处理装置将道砟回填至轨道内侧之后,还包括:13. The continuous sleeper replacement method according to claim 6, wherein after the ballast processing device backfills the ballast into the inner side of the track, the method further comprises: 拨轨装置,将轨道按原状拨回承轨槽。The rail shifting device shifts the rail back to the rail groove as it was.
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